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3.5 Summary and conclusions<br />
– 3.34 –<br />
The measured 3D instantaneous velocity profiles presented in the preceding chapter (see<br />
Chapter 2) were analyzed. The emphasize of the analyses is put on the (time-averaged)<br />
velocity fields, notably their spatial variation in vertical planes around the cylinder, in<br />
order to investigate the flow alteration due to the existence of the cylinder and the scour<br />
hole. The turbulence characteristics, such as the turbulence intensities, the turbulent<br />
kinetic energy, and the Reynolds stresses, were also analyzed. An attempt was also made<br />
to estimate the magnitude of the bed shear-stresses in the scour hole along the plane of<br />
symmetry.<br />
A 3D flow establishes around the cylinder, being characterized principally by a clockwise<br />
circulating flow inside the scour hole (see Fig. 3.2). This structure, known as a<br />
horseshoe vortex, was detected particularly in the plane of symmetry upstream of the<br />
cylinder. Moving around the cylinder towards downstream, it diminishes and becomes<br />
practically undetected on the side plane. Downstream of the cylinder, a flow reversal<br />
towards the surface was observed, being pronounced in the close vicinity of the cylinder.<br />
It gradually disappears as the flow moves away from the cylinder and returns back<br />
towards the uni-directional flow condition.<br />
The velocity field outside the scour hole, i.e. in the upper layer above the original bed, is<br />
dominated by the longitudinal velocity component; only at the vicinity of the cylinder the<br />
transverse and, notably, the vertical velocity components are important (see Fig. 3.1). The<br />
flow direction of the approach flow passing the cylinder remains much the same. The<br />
effect of the cylinder in deflecting the approach flow is limited to regions close to the<br />
cylinder and in the scour hole.<br />
The vertical velocity component, which primarily manifests itself as a downward velocity<br />
particularly along the cylinder face, was separately investigated. Its spatial variation<br />
around the cylinder was found to have a particular characteristic. Along the cylinder face<br />
its maximum values fall at 40% of the local flow depth (see Fig. 3.6) irrespective of the<br />
angular direction.<br />
Presented in Fig. 3.13 are the measured flow pattern, showing the velocity components,<br />
(ur,w), in different planes around the cylinder, whereas in Fig. 3.14 are the corresponding<br />
main velocity components, (u,w), in those planes. It can be clearly seen the unidirectional<br />
flow experiencing an alteration due to the cylinder and the scour hole,<br />
becoming a three-dimensional one. This alteration is notably observed in the region close<br />
to the cylinder and inside the scour hole. Outside the scour hole, the flow pattern is<br />
mainly dominated by the longitudinal velocity components.<br />
The intensity of turbulence inside the scour hole is strong; an increasing turbulence was<br />
detected approaching the cylinder and moving around the cylinder towards downstream.<br />
In the wake region, where a separation evidenced by a flow reversal takes place, the<br />
turbulence attains its strongest intensity (see Fig. 3.9). The kinetic energy of the flow<br />
inside the scour hole, where a rotating flow is eminent, consists of high turbulent energy